Meriam, Kraige & Bolton — Kinetics of Systems of Particles: Problem 4_91

4/91 The diverter section of pipe between \(A\) and \(B\) is designed to allow the parallel pipes to clear an obstruction. The flange of the diverter is secured at \(C\) by a heavy bolt. The pipe carries fresh water at the steady rate of 5000 gal/min under a static pressure of 130 lb/in² entering the diverter. The inside diameter of the pipe at \(A\) and at \(B\) is 4 in. The tensions in the pipe at \(A\) and \(B\) are balanced by the pressure in the pipe acting over the flow area. There is no shear or bending of the pipes at \(A\) or \(B\). Calculate the moment \(M\) supported by the bolt at \(C\). (Recall that 1 gallon contains 231 in³.)